Water Resources Data Kansas Water Year 2004
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Lower Arkansas River – Derby to Ark City
LOWER ARKANSAS BASIN TOTAL MAXIMUM DAILY LOAD Waterbody/Assessment Unit (AU): Lower Arkansas River – Derby to Ark City Water Quality Impairment: Chloride 1. INTRODUCTION AND PROBLEM IDENTIFICATION Subbasin: Ark River (Derby), Ark River (Oxford), Ark River (Ark City), South Fork Ninnescah River, Ninnescah River, Slate Creek, Unmonitored Basin County: Cowley, Sumner, Sedgwick, Kingman, Pratt, Kiowa HUC 8: 11030013, 11030015, 11030016, 11060001 HUC 11 (HUC 14s): 11030013020(050) 11030013030(010, 030, 040, 050, 060, 070, 080, 090) 11030015010(010, 020, 030, 040, 050, 060, 070, 080, 090) 11030015030(010, 020, 030, 040, 050, 060) 11030016010(010, 020, 030, 040, 050) 11030016020(010, 020, 030) 11060001040(010) Ecoregion: Central Great Plains, Wellington-McPherson Lowland (27d) Flint Hills (28) Drainage Area: 1,653 square miles Main Stem Segments: 11030013 (AU Station 528): Slate Cr (17) (AU Station 281): Arkansas R (3-part) (AU Station 527): Arkansas R (2-part, 3-part, 18) (AU Station 218): Arkansas R (1, 2-part) 11030015 (AU Station 036): S.F. Ninnescah R (1,3,4,6) 11030016 (AU Station 280): Ninnescah R (1,3,8) 11060001 (AU Station 218): Arkansas R (14, 18) 1 Main Stem Segments with Tributaries by HUC 8 and Watershed/Station Number: Table 1 (a-f) a. HUC8 11030013 Watershed Slate Creek Station 528 Slate Cr (17) (partial) Winser Cr (32) Antelope Cr (25) Beaver Cr (29)* Hargis Cr (24)* Oak Cr (26)* Spring Cr (27)* * Not impaired b. HUC8 11030013 Watershed Arkansas River (Derby) Station 281 Arkansas R (3 - part) Spring Cr (37) c. HUC8 11030013 Watershed Arkansas River (Oxford) Station 527 Arkansas R (2 -part) Spring Cr (34) Lost Cr (23) Arkansas R (18) Arkansas R (3 - part) Bitter Cr (28) Dog Cr (531) d. -
Kansas River Basin Model
Kansas River Basin Model Edward Parker, P.E. US Army Corps of Engineers Kansas City District KANSAS CITY DISTRICT NEBRASKA IOWA RATHBUN M I HARLAN COUNTY S S I LONG S S I SMITHVILLE BRANCH P TUTTLE P CREEK I URI PERRY SSO K MI ANS AS R I MILFORD R. V CLINTON E WILSON BLUE SPRINGS R POMONA LONGVIEW HARRY S. TRUMAN R COLO. KANOPOLIS MELVERN HILLSDALE IV ER Lake of the Ozarks STOCKTON KANSAS POMME DE TERRE MISSOURI US Army Corps of Engineers Kansas City District Kansas River Basin Operation Challenges • Protect nesting Least Terns and Piping Plovers that have taken residence along the Kansas River. • Supply navigation water support for the Missouri River. • Reviewing requests from the State of Kansas and the USBR to alter the standard operation to improve support for recreation, irrigation, fish & wildlife. US Army Corps of Engineers Kansas City District Model Requirements • Model Period 1/1/1920 through 12/31/2000 • Six-Hour routing period • Forecast local inflow using recession • Use historic pan evaporation – Monthly vary pan coefficient • Parallel and tandem operation • Consider all authorized puposes • Use current method of flood control US Army Corps of Engineers Kansas City District Model PMP Revisions • Model period from 1/1/1929 through 12/30/2001 • Mean daily flows for modeling rather than 6-hour data derived from mean daily flow values. • Delete the requirement to forecast future hydrologic conditions. • Average monthly lake evaporation rather than daily • Utilize a standard pan evaporation coefficient of 0.7 rather than a monthly varying value. • Separate the study basin between the Smoky River Basin and the Republican/Kansas River Basin. -
Lake Level Management Plans Water Year 2017
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2017 KANSAS WATER OFFICE 2016 CORPS OF ENGINEERS, KANSAS CITY DISTRICT ............................................................................................................................................................ 1 CLINTON LAKE ............................................................................................................................................................................................................ 3 HILLSDALE LAKE ......................................................................................................................................................................................................... 5 KANOPOLIS LAKE ........................................................................................................................................................................................................ 7 MELVERN LAKE ........................................................................................................................................................................................................... 9 MILFORD LAKE ......................................................................................................................................................................................................... 11 PERRY LAKE ............................................................................................................................................................................................................. -
By JB Gillespie and GD Hargadine
GEOHYDROLOGY AND SALINE GROUND-WATER DISCHARGE TO THE SOUTH FORK NINNESCAH RIVER IN PRATT AND KINGMAN COUNTIES, SOUTH-CENTRAL KANSAS By J.B. Gillespie and G.D. Hargadine U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 93-4177 Prepared in cooperation with the CITY OF WICHITA, SEDGWICK COUNTY, and the KANSAS WATER OFFICE Lawrence, Kansas 1994 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Robert M. Hirsch, Acting Director For additional information write to: Copies of this report can be purchased from: U.S. Geological Survey District Chief Earth Science Information Center U.S. Geological Survey Open-File Reports Section Water Resources Division Box 25286, MS 517 4821 Quail Crest Place Denver Federal Center Lawrence, Kansas 66049-3839 Denver, Colorado 80225 CONTENTS Page Definition of terms.......................................................................................................................... vii Abstract............................................................................................................................................. 1 Introduction....................................................................................................................................... 1 Purpose and scope................................................................................................................2 Previous studies................................................................................................................... 4 Acknowledgments ................................................................................................................4 -
Rapid Flood Mapping Using Inundation Libraries
Rapid Flood Mapping Using Inundation Libraries Jude Kastens, Kevin Dobbs, James Halgren, Katherine Balster 2017 ASFPM Conference | May 3, 2017 5 mi Kansas River Valley between Manhattan and Topeka Email: [email protected] Terrain Processing: DEM (Digital Elevation Model) This DEM was created using LiDAR data. Shown is a portion of the river valley for Mud Creek in Jefferson County, Kansas. DEM (shown in shaded relief) 2 Terrain Processing: Flow Direction Each pixel is colored based on its flow direction. Navigating by flow direction, every pixel has a single exit path out of the image. Flow direction map (gradient direction approximation) 3 Terrain Processing: Stream Delineation The Mud Creek streamline is identified (shown in blue) using an appropriate flow accumulation threshold. “Synthetic Stream Network” 4 Terrain Processing: Floodplain Mapping The 10-m floodplain was computed for Mud Creek using the FLDPLN model. FLDPLN is a static, 2D hydrologic model that requires only DEM data as input. Using simple surface flow properties, FLDPLN identifies the depth-varying floodplain in reference to the input stream network (floodwater source). 10-m Floodplain (DTF Map) 5 Amazon River in Brazil (1700 km). 90-m SRTM South DEM data were used. America Amazon surface elevation drop in study area: 17 m 1 m per 100 km! 6 Example: Delaware River Basin above Perry Lake in northeast Kansas Example: Walnut River Basin in southeast Kansas Each colored stream segment has its own inundation library Augusta Merged library The FLDPLN (“Floodplain”) Model— There -
Lake Level Management Plans Water Year 2019
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2019 Kansas Water Office September 2018 Table of Contents U.S. ARMY CORPS OF ENGINEERS, KANSAS CITY DISTRICT .................................................................................................................................... 3 CLINTON LAKE ........................................................................................................................................................................................................................................................................4 HILLSDALE LAKE ......................................................................................................................................................................................................................................................................6 KANOPOLIS LAKE .....................................................................................................................................................................................................................................................................8 MELVERN LAKE .....................................................................................................................................................................................................................................................................10 MILFORD LAKE ......................................................................................................................................................................................................................................................................12 -
DEPARTMENT of the ARMY PERMIT Permittee General Public
DEPARTMENT OF THE ARMY PERMIT Permittee General Public Permit No. GP-40 (Natural Resources Conservation Service – Agricultural Conservation Practices). Issuing Office U.S. Army Corps of Engineers, Kansas City District NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: This regional general permit authorizes the discharge of dredged or fill material for agriculture conservation practices in waters of the United States within the state of Kansas. In order to provide a comprehensive tool to land owners, this general permit is intended to encompass the following Natural Resources Conservation Service (NRCS) designed and/or approved activities, where they have minimal adverse impacts, including those authorized by existing Nationwide Permits, in a single permit instrument: 1. Grassed waterways 2. Grade stabilization structures 3. Heavy use protection areas 4. Pipelines 5. Spring and seep developments 6. Ponds 7. Diversions 8. Water and sediment control basins 9. Wetland enhancement, creation and restoration 10. Stream and Shoreline Stabilization, Enhancement and Restoration 11. Subsurface Drainage 12. Terraces 13. Lined Waterway or Outlet DESIGN CONSIDERATIONS AUTHORIZED BY THIS REGIONAL GENERAL PERMIT: The activities must be designed and/or approved by NRCS (this may include Technical Service Providers). Project specific design criteria are outlined in Appendices 1 -13. -
Threatened & Endangered Species
KANSAS Threatened & Endangered Species A COMPREHENSIVE GUIDE TO SPECIES LISTED OR CONSIDERED FOR LISTING AS THREATENED OR ENDANGERED IN KANSAS BY THE STATE AND FEDERAL GOVERNMENT. INCLUDES SPECIES DESCRIPTION, RANGE MAP, AND HABITAT DESIGNATION. Edited and published by the Kansas Department of Wildlife & Parks, Environmental Section. AMERICAN BURYING BEETLE Nicrophorus americanus RANGE MAP STATUS CHEYENNE DONIPHAN RAWLINS DECATUR NORTON PHILLIPS SMITH JEWELL REPUBLIC WASHINGTON MARSHALL NEMAHA BROWN KANSAS: Endangered CLOUD ATCHISON SHERMAN THOMAS SHERIDAN GRAHAM ROOKS OSBORNE MITCHELL CLAY RILEY POTTAWATOMIE JEFFERSON FEDERAL: Endangered - N JACKSON E H WYANDOTTE OTTAWA V T A R LINCOLN E O WALLACE L LOGAN GOVE W TREGO ELLIS RUSSELL SHAWNEE GEARY SALINE WABAUNSE ELLSWORTH MORRIS OSAGE DOUGLAS JOHNSON MAP KEY GREELEY WICHITA LYON FRANKLIN MIAMI SCOTT LANE NESS RUSH BARTON DICKINSON McPHERSON MARION RICE CHASE COFFEY ANDERSON LINN Probable Historic Range PAWNEE HAMILTON KEARNY FINNEY HODGEMAN RENO GREENWOOD WOODSON ALLEN BOURBON HARVEY STAFFORD SEDGWICK Known Historic Range EDWARDS STANTON PRATT GRANT HASKELL KIOWA KINGMAN CRAWFORD ELK GRAY FORD BUTLER MEADE WILSON NEOSHO MORTON CLARK SUMNER COWLEY STEVENS SEWARD HARPER MONT- LABETTE CHEROKEE Designated Critical Habitat CHAUTAUQUA GOMERY COMANCHE BARBER SPECIES DESCRIPTION This beetle is shiny black with the elytra (wing covers) having two orange-red markings. The most diagnostic feature of this beetle is the large orange-red markings on the raised portion of the pronotum. The species is up to 1.5 inches long. Historically, Kansas records exist in the eastern one-third of the state. The American Burying Beetles have been frequently found in upland grasslands or near the edge of grassland/forest. -
Ninnescah River, North Fork
LOWER ARKANSAS RIVER BASIN TOTAL MAXIMUM DAILY LOAD Water Body: North Fork Ninnescah River Watershed Water Quality Impairment: pH 1. INTRODUCTION AND PROBLEM IDENTIFICATION Subbasin: North Fork Ninnescah Counties: Reno, Stafford, Pratt, and Kingman HUC 8: 11030014 HUC 11s (HUC 14s): 010 (030, 040, 050, 060, 070, 080, 090) 020 (010, 020, 030, 040, 050) 030 (010, 020, 030, 040) Drainage Area: 819.0 square miles. Main Stem Segments: WQLS: 5 and 6; starting above Cheney Reservoir and ending in Stafford County near Stafford. (Figure 1) Tributary Segments: WQLS: Goose Creek (10) Red Rock Creek (12) Silver Creek (7) Non-WQLS: Crow Creek (11) Dooleyville Creek (8) Unnamed Stream (289) Unnamed Stream (999) Wolf Creek (9) Designated Uses: Special Aquatic Life Support; Secondary Contact Recreation; Domestic Water Supply; Food Procurement; Ground Water Recharge; Industrial Water Supply Use; Irrigation Use; Livestock Watering Use for Main Stem Segments Expected Aquatic Life Support and Food Procurement for Goose Creek Special Aquatic Life Support and Food Procurement for Red Rock Creek and Silver Creek 1998 303d Listing: Table 3 - Predominantly Natural Conditions Impact 1 Impaired Use: Aquatic Life Support Water Quality Standard: Artificial sources of pollution shall not cause the pH of any surface water outside of a zone of initial dilution to be below 6.5 and above 8.5 (KAR 28-16-28e(c)(2)(C)) North Fork Ninnescah River TMDL Reference Map %a SF RN %a Hutchinson %a St. John 11030014010 080 %a R %a N C e IN r d N e Stafford E SC e R AH k o R c , k N 11030014010 070 FK 11030014010 060 11030014010 090 11030014030 020 Arlington 11030014010 050 11030014020 030 11030014030010 11030014020050 %a 525 11030014010 30 r 11030014030 030 C r e 11030014030 040 v il S HUC 14 11030014010 040 11030014020 040 11030014020 020 Cities CHENEY LAKE %a Fixed Monitoring Site reek 11030014020 010 Goose C Streams Lakes County Drainage Area Pratt Kingman PR KM N %a W E 60612Miles S Figure 1 2 2. -
Olde New Mexico
Olde New Mexico Olde New Mexico By Robert D. Morritt Olde New Mexico, by Robert D. Morritt This book first published 2011 Cambridge Scholars Publishing 12 Back Chapman Street, Newcastle upon Tyne, NE6 2XX, UK British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library Copyright © 2011 by Robert D. Morritt All rights for this book reserved. No part of this book may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior permission of the copyright owner. ISBN (10): 1-4438-2709-6, ISBN (13): 978-1-4438-2709-6 TABLE OF CONTENTS Foreword ................................................................................................... vii Preface........................................................................................................ ix Sources ....................................................................................................... xi The Clovis Culture ...................................................................................... 1 Timeline of New Mexico History................................................................ 5 Pueblo People.............................................................................................. 7 Coronado ................................................................................................... 11 Early El Paso ............................................................................................ -
Rapid Response of a Sand-Dominated River to Installation and Removal of a Temporary Run-Of-The-River Dam
RIVER RESEARCH AND APPLICATIONS River Res. Applic. (2014) Published online in Wiley Online Library (wileyonlinelibrary.com) DOI: 10.1002/rra.2843 RAPID RESPONSE OF A SAND-DOMINATED RIVER TO INSTALLATION AND REMOVAL OF A TEMPORARY RUN-OF-THE-RIVER DAM K. H. COSTIGANa,b*,†, C. M. RUFFINGa, J. S. PERKINc,d AND M. D. DANIELSa,e a Department of Geography, Kansas State University, Manhattan, Kansas, USA b School of Environment and Natural Resources, Ohio Agricultural Research and Development Center, The Ohio State University, Wooster, Ohio, USA c Division of Biology, Kansas State University, Manhattan, Kansas, USA d Department of Biology, Tennessee Technological University, Cookeville, Tennessee, USA e Stroud Water Research Center, Avondale, Pennsylvania, USA ABSTRACT Run-of-the-river dams (RORDs) comprise the vast majority of dams on river systems and are commonly removed as a part of stream resto- ration strategies. Although these dams are routinely removed, few studies have documented the geomorphological responses of sand-bed rivers to the removal of RORDs. We examined the response of a large sand-bed river located in South-Central Kansas, USA, to the installation and removal of a dam that is installed annually for seasonal recreational purposes. Channel adjustments were tracked using cross-sections sampled over the course of 7 months as the dam was installed and subsequently removed. Multivariate spatiotemporal analysis revealed emergence of channel stability when the dam was in place for most cross-sections, except for those immediately adjacent to or at great distances from the dam. Our results provide an approximation for how sand-bed rivers respond to RORD construction and removal and are useful for guiding management decisions involving preservation or restoration of connectivity. -
Flood-Control Reservoirs
Click here to return to USGS publications E F F E C T S OF R E S E R V O I R S ON FLOOD D I S C H A R G E S IN THE K A N S A S AND M I S S O U R I RIVER BASINS 9 9 3 U.S . GEOLOGICAL SURVEY CIRCULAR 1120-E Front cover-ibttle Creek Lake, dam, and spillway (Paul Maginness, Photographic Services, Kansas State University, Manhattan, Kansas) Back cover-'IUttle Creek Lake spillway power right) and uncontrolled flow over spillway at Milford Lake (upper left) EFFECTS OF RESERVOIRS ON FLOOD€ DISCHARGES IN THE KANSAS AND THE MISSOURI€ RIVER BASINS, 1993€ By Charles A. Perry Floods in the Upper Mississippi River Basin, 1993€ U.S . GEOLOGICAL SURVEY CIRCULAR 1120-E U.S . DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U .S . GEOLOGICAL SURVEY ROBERT M . HIRSCH, Acting Director UNITED STATES GOVERNMENT PRINTING OFFICE : 1994€ Free on application to the€ USGS Map Distribution€ Box 25286, MS 306€ Denver Federal Center€ Denver, CO 80225€ FOREWORD During spring and summer 1993, record flooding inundated much of the upper Mississippi River Basin . The magnitude of the damages-in terms of property, disrupted business, and personal trauma was unmatched by any other flood disaster in United States history . Property damage alone is expected to exceed $10 billion . Damaged highways and submerged roads disrupted overland transportation throughout the flooded region . The Mississippi and the Missouri Rivers were closed to navigation before, during, and after the flooding . Millions of acres of productive farmland remained under water for weeks during the growing season .